Design Considerations for Traffic and Pavement thickness Layer

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Patel Abhignaben Jagdishbhai; Srinath Goverdhan Karli; Apoorva Sanjaykumar Patel

Design Considerations for Traffic and Pavement thickness Layer

Authors: Patel Abhignaben Jagdishbhai, Srinath Goverdhan Karli, Apoorva Sanjaykumar Patel

Unique Paper ID: 174386
Volume: 11
Issue: 10
PageNo: 3791-3794

Keywords: Pavement layers CBR value Traffic design Bituminous macadam Granular base.

Abstract:
This paper presents an analytical approach to the interpretation of pavement layers and the design considerations required for traffic and pavement layer thickness. The study focuses on the role of subgrade strength (CBR values) in determining the required pavement thickness and evaluates how different contamination levels affect pavement performance. The research highlights how the granular base, sub-base, and bituminous layers are designed to accommodate varying traffic loads while maintaining long-term durability. The findings emphasize the importance of engineering interventions in pavement design to enhance road longevity and performance.

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ISSN: 2349-6002
Volume: 11
Issue: 10
PageNo: 3791-3794

Design Considerations for Traffic and Pavement thickness Layer

Available:https://ijirt.org/article?manuscript=174386

Impact Factor
8.01 (Year 2024)

UGC Approved
Journal no 47859

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